Skip to main content
Log in

Investigation of Static and Dynamic Characteristics of Complex Thin-Walled Shell Structure with Cracks

  • Published:
Strength of Materials Aims and scope

A numerical approach to investigation of static and dynamic characteristics of fuel reservoir and surge-protection capacity with cracks in welded joints of their walls has been proposed. Mathematical modeling of the nonlinear behavior of the complex shell structure has been performed under the action of static vertical loading using the software complex of finite element analysis. The models of cracks with different length within vertical and horizontal welded joints of shell walls have been developed. The influence of cracks on the stress-strain state and stability of the fuel reservoir as well as the surge-protection capacity has been investigated. The dynamic characteristics of the structure have been determined, the influence of cracks on the frequencies and the modes of their natural vibrations has been evaluated.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

References

  1. Protocol on Environmental Protection to the Antarctic Treaty [in Ukrainian], Law of Ukraine No. 2284-III from February 22, 2001.

  2. VBN V.2.2-58.2-94. Vertical Steel Reservoirs for Storing Oil and Oil Products with the Pressure of Saturated Steams no Higher than 93.3 kPa [in Ukrainian], Valid since January 10, 1994.

  3. N. Bouraou, O. Lukianchenko, S. Tsybulnik, and D. Shevchuk, “Vibration condition monitoring of the vertical steel tanks,” J. Vibr. Phys. Syst., 27, 53–60 (2016).

    Google Scholar 

  4. O. A. Kyrychuk O. O. Luk’yanchenko, O. V. Kuz’ko, “Load-carrying ability of fuel reservoir in the system with protector,” in: Resistance of Materials and Theory of Structures [in Ukrainian], Issue 91, Kyiv National University of Construction and Architecture, Kyiv (2013), pp. 76–83.

  5. O. O. Lukyanchenko, Y. V. Vorona, O. V. Kostina, et al., “Impact assessment of metal corrosion on fuel reservoir carrying capacity,” Ukr. Antartic J., No. 14, 246–255 (2015).

  6. D. G. Shimkovich, Structural Design Using MSC/NASTRAN for Windows [in Russian], DMK Press, Moscow (2001).

    Google Scholar 

  7. S. P. Timoshenko and S. Woinowsky-Krieger, Plates and Shells [in Russian], Nauka, Moscow (1963).

    Google Scholar 

  8. A. S. Vol’mir, Stability of Deformable Systems [in Russian], Nauka, Moscow (1967).

    Google Scholar 

  9. V. A. Bazhenov, O. R. Krivenko, and M. O. Solovei, Nonlinear Deformation and Stability of Heterogeneous-Structured Elastic Shells [in Ukrainian], Vipol, Kyiv (2010).

    Google Scholar 

  10. E. A. Gotsulyak, O. A. Luk’yanchenko, and V. V. Shakh, “On stability of cylindrical shells of variable wall thickness with initial imperfections,” Prikl. Mekh., No. 4, 103–108 (2009).

  11. O. A. Luk’yanchenko, O. V. Kostina, and I. G. Garan, “Modeling of initial imperfections of the cylindrical shells in the investigation of its stability under combined loading,” in: Resistance of Materials and Theory of Structures [in Ukrainian], Issue 84, Kyiv National University of Construction and Architecture, Kyiv (2009), pp. 97–103.

  12. E. O. Gotsulyak, O. A. Lukyanchenko, O. V. Kostina, and I. G. Garan, “Development of geometrically nonlinear MSE models for thin shells of free form and methods of their calculation,” Theor. Found. Civil Eng., 18, 107–114 (2009).

    Google Scholar 

  13. E. S. Dekhtyaryuk, O. O. Luk’yanchenko, V. V. Shakh, “Assessment of the level of structural safety of oil-fuel reservoir,” in: Resistance of Materials and Theory of Structures [in Ukrainian], Issue 86, Kyiv National University of Construction and Architecture, Kyiv (2010), pp. 22–29.

  14. E. A. Gotsulyak, O. A. Luk’yanchenko, E. V. Kostina, and I. G. Garan, “Development of geometrically nonlinear finite-element models for thin shells with shape imperfections,” Prikl. Mech., No. 3, 89–101 (2011).

  15. E. O. Gotsulyak, O. O. Luk’yanchenko, O. V. Kostina, and I. G. Garan, “Stability of supported cylindrical shell with geometric imperfections under combined loading,” Strength Mater., 44, No. 5, 556–561 (2012).

    Article  Google Scholar 

  16. V. A. Bazhenov, O. O. Luk’yanchenko, O. V. Kostina, and O. V. Gerashchenko, “Probabilistic approach to determination of reliability of an imperfect supporting shell,” Strength Mater., 46, No. 4, 567–574 (2014).

    Article  Google Scholar 

  17. DBN V.1.2-2-2006. Loads and Effects [in Ukrainian], Kyiv (2006).

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to O. V. Kostina.

Additional information

Translated from Problemy Prochnosti, No. 3, pp. 78 – 88, May – June, 2016.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Luk’yanchenko, O.O., Kostina, O.V., Bouraou, N.I. et al. Investigation of Static and Dynamic Characteristics of Complex Thin-Walled Shell Structure with Cracks. Strength Mater 48, 401–410 (2016). https://doi.org/10.1007/s11223-016-9778-8

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11223-016-9778-8

Keywords

Navigation